PROBLEM 1: A reinforced concrete beam having a width of 350mm has a total depth of 675mm. It is reinforced for tension having a steel area of 3162.5 sq.mm. and steel area for compression equal to 750 sq.mm. The centroid compression bars is placed at a distance of 62.5mm from the top of the beam while the centroid of the tension bars is placed 75mm from the bottom of the beam. Asuume d=Ddt, fc'=27.6MPA and fy = 414.6MPA. Determine the ultimate moment capacity of the beam

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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PROBLEM 1: A reinforced concrete beam having a width of 350mm has a total depth
of 675mm. It is reinforced for tension having a steel area of 3162.5 sq.mm. and steel
area for compression equal to 750 sq.mm. The centroid compression bars is placed at a
distance of 62.5mm from the top of the beam while the centroid of the tension bars is
placed 75mm from the bottom of the beam. Asuume d=Ddt, fc'=27.6MPA and fy =
414.6MPA. Determine the ultimate moment capacity of the beam
Transcribed Image Text:PROBLEM 1: A reinforced concrete beam having a width of 350mm has a total depth of 675mm. It is reinforced for tension having a steel area of 3162.5 sq.mm. and steel area for compression equal to 750 sq.mm. The centroid compression bars is placed at a distance of 62.5mm from the top of the beam while the centroid of the tension bars is placed 75mm from the bottom of the beam. Asuume d=Ddt, fc'=27.6MPA and fy = 414.6MPA. Determine the ultimate moment capacity of the beam
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